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Influences of Reeling Conditions on the Denier Control of Raw Silk for Automatic Silk Reeling with Fixed Size (정섬도자동조사에 있어서 경사조건이 생사섬도관리에 미치는 영향)

  • 이인전
    • Journal of Sericultural and Entomological Science
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    • v.16 no.2
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    • pp.147-155
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    • 1974
  • The purpose of this study is to find out influence of reeling conditions on the denier control of raw silk for automatic silk reeling machine. The results obtained are as follows: 1. Effect of groping end part temperature (X$_1$) (1) Average size Y=0.02945X$_1$+18.27 (2) Size range Y=0.04224X$_1$+2.99 (3) Size deviation Y=0.01667X$_1$-0.13 (4) Maximum deviation of size Y=0.04657X$_1$-0.929 (5) Quality of raw silk Y=-0.07055X$_1$+10.082. Effect of silk reeling bath temperature (X$_2$) (1) Average size Y=0.0334X$_2$+19.08 (2) Size range Y=0.016X$_2$+5.24 (3) Size deviation Y=0.0014X$_2$+1.05 (4) Maximum deviation of size Y=0.0206X$_2$+1.59 3. Effect of silk reeling velocity(X$_3$) (1) Size range Y=0.01797X$_3$+3.95 (2) Size deviation Y=0.00327X$_3$+0.845 (3) Maximum deviation of size Y=0.00905X$_3$+1.50 (4) Quality of raw silk Y=-0.03232X$_3$+8.62

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Tensile Performance of PE Fiber-Reinforced Highly Ductile Cementitious Composite including Coarse Aggregate (골재의 입도분포 변화에 따른 PE 섬유보강 고연성 시멘트 복합체의 인장성능)

  • Lee, Bang Yeon;Kang, Su-Tae
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.24 no.5
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    • pp.95-102
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    • 2020
  • For the purpose of developing a PE fiber-reinforced highly ductile cementitious composite having high tensile strain capacity more than 2% under the condition of containing aggregates with large particle size, this study investigated the tensile behavior of composites according to the particle size and distribution of aggregates in the composite. Compared with the mixture containing silica sand of which particle size is less than 0.6 mm, mixtures containing river sand and/or gravel with the maximum particle size of 2.36 mm, 4.75 mm, 5.6 mm, 6.7 mm were considered in the experimental design. The particle size distributions of aggregates were adjusted for the optimized distribution curves obtained from modified A&A model by blending different sizes of aggregates. All the mixtures presented clear strain-hardening behavior in the direct tensile tests. The mixtures with the blended aggregates to meet the optimum curves of aggregate size distributions showed higher tensile strain capacity than the mixture with silica sand. It was also found that the tensile strain capacity was improved as the maximum size of aggregate increased which resulted in wider particle size distribution. The mixtures with the maximum size of 5.6 mm and 6.7 mm presented very high tensile strain capacities of 4.83% and 5.89%, respectively. This study demonstrated that it was possible to use coarse aggregates in manufacturing highly ductile fiber-reinforced cementitous composite by adjusting the particle size distribution.

Effect of Calcining Temperature on Sintering Characteristics of PZT (하소온도가 PZT의 소결특성에 미치는 영향)

  • 정수태;이우일;조상희
    • Journal of the Korean Ceramic Society
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    • v.22 no.1
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    • pp.40-46
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    • 1985
  • The effect of calcining temperature ranged from $700^{\circ}C$ to 110$0^{\circ}C$ on sintering characteristics of morphotropic $Pb(Zr_{0.53}Ti_{0.47})O_3 doped with $Nb_2O_5$ has been investigated. The ratio of sintered grain size to calcined grain size decreased as the calcining temperature increased. The hardness as well as the sintered density of the samples reached a maximum at about 90$0^{\circ}C$. The X-ray diffraction pattern of the sintered sample showed both tetragonal and rhombohedral phases. The tetragonal phases intensity increased with the calcining temperature going through a maximum at about 90$0^{\circ}C$ while the rhombohedral phase intensity remained uneffected. The both intensity were about the same at 90$0^{\circ}C$ The dielectric constant of the sintered samples reached a maximum um while the dielectric dissipation factor showed a minimum at the calcining temperature of about 100$0^{\circ}C$.

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Resolution analysis of Fourier Hologram using integral imaging

  • Chen, Ni;Park, Jae-Hyeung;Kim, Nam
    • Proceedings of the Optical Society of Korea Conference
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    • 2009.10a
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    • pp.331-332
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    • 2009
  • We present an analysis on the quality factors of the Fourier hologram generated from multiple orthographic view images of three-dimensional object. In the analysis, we analyze both the maximum size of the reconstructed object and its spatial resolution. For the maximum size of the reconstruction, we found that the main factor is the orthographic projection angle interval. Too large projection angle interval causes overlapping in the reconstruction space domain. For the spatial resolution, there are three factors, i.e. the capturing lens array pitch which determines the spatial sampling rate of the original three-dimensional objects, the maximum orthographic projection angle, and the spatial frequency bandwidth of the object. The dominant factor is determined by the relationship between those three factors.

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Effects of Structure and Defect on Fatigue Limit in High Strength Ductile Irons

  • Kim, Jin-Hak;Kim, Min-Gun
    • Journal of Mechanical Science and Technology
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    • v.14 no.5
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    • pp.530-536
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    • 2000
  • In this paper, the influence of several factors such as hardness, internal defect and non-propagating crack on fatigue limits was investigated with three kinds of ductile iron specimens. From the experimental results the fatigue limits were examined in relation with hardness and tensile strength in case of high strength specimens under austempering treatment; in consequence the marked improvement of fatigue limits were not showed. The maximum defect size was an important factor to predict and to evaluate the fatigue limits of ductile irons. And, the quantitative relationship between the fatigue limits$({\sigma}_w)$ and the maximum defect sizes $(\sqrt{area}_{max})$ was expressed as ${\sigma}_w^n{\cdot}{\sqrt{area}}_{max}=C_2$. Also, it was possible to explain the difference for the fatigue limits in three ductile irons by introduction of the non-propagating crack rates.

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A New MPPT Scheme Based on Variable Step Size Incremental Conductance Method for PV Distributed Generation (태양광 발전시스템을 위한 새로운 가변폭 변조방식의 최대전력점 추종기법)

  • Ko, Eun-Gi;Kim, Jin-Ho;Park, Jun-Yeol;Lee, Dong-Myung
    • Proceedings of the KIPE Conference
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    • 2010.07a
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    • pp.565-567
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    • 2010
  • This paper proposes a new Maximum Power Point Tracking (MPPT) control algorithm for PV-Cell (Photo voltaic) based on Incremental Conductance MPPT algorithm. The ICN (Incremental Conductance method) algorithm is widely used due to the high tracking accuracy and adaptability to the rapidly changing isolation condition. In this paper, a modified ICN MPPT algorithm is proposed. This method adjusts automatically the step-size of reference to track the PV-Cell maximum power point, thus it improves the maximum power point tracking speed and accuracy.

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The MPPT Control of Photovoltaic System using the Fuzzy PI Controller (퍼지 PI 제어기를 이용한 태양광 발전시스템의 MPPT 제어)

  • Ko, Jae-Sub;Chung, Dong-Hwa
    • Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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    • v.28 no.2
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    • pp.9-18
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    • 2014
  • This paper proposes the fuzzy PI controller for maximum power point tracking(MPPT) control of photovoltaic system. The output characteristics of the solar cell are a nonlinear and affected by a temperature, the solar radiation. The MPPT control is a very important technique in order to increase an output and efficiency of the photovoltaic system. The conventional perturbation and observation(PO) and incremental conductance(IC) are the method which finding maximum power point(MPP) by the continued self-excitation vibration, and uses the fixed step size. If the fixed step size is a large, the tracking speed of maximum power point is faster, but the tracking accuracy in the steady state is decreased. On the contrary, when the fixed step size is a small, the tracking accuracy is increased and the tracking speed is slower. Therefore, this paper proposes the MPPT control using the fuzzy PI controller that can be improve a MPPT control performance. The fuzzy PI controller is adjusted a input of PI controller by fuzzy control and compensated a cumulative error of fuzzy control by PI controller. The fuzzy PI MPPT control is compared to conventional PO and IC MPPT method for various temperature and radiation condition. This paper proves the validity of the fuzzy PI controller using these results.

The Change of Crystal Structure and Physical Properties of Partially Oriented Polyester Yarn(POY) on the Draw Ratio and Heat Setting Temperature (연신비와 열고정 온도에 따른 Partially Oriented Polyester Yarn(POY)의 구조변화와 물성)

  • 박명수;윤종호
    • Textile Coloration and Finishing
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    • v.12 no.2
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    • pp.103-110
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    • 2000
  • To examine the physical properties of POY through the microstructure control, the crystal structure such as the crystallinity, the crystallite size, the orientation, the shrinkage, the tensile properties, and the thermal stress of POY(80/48, SD) were examined at different draw ratios and annealing temperatures. From the examination following conclusions were obtained : 1. The crystallinity was more effected by the heat setting temperature than by the draw ratio. The increasing rate was greatest at the heat setting temperature range of $170~190^\circ{C}$. 2. The crystallite size perpendicular to the fiber axis was more effected by the annealing temperature at lower draw ratios. On the other hand, the crystal and amorphous orientations were more effected by the heat setting at higher draw ratios. 3. The boiling shrinkage did not change significantly, but the total shrinkage showed 13% at the draw ratio 1.9 and the heat setting temperature $170^\circ{C}$. 4. The maximum thermal stress increased with increasing the draw ratio and decreasing the heat setting temperature in the temperature range of $170~210^\circ{C}$. At the draw ratio 1.9 and the heat setting temperature $170^\circ{C}$, the maximum thermal stress found was 1.1gf/d. 5. In the heat setting temperature above $170^\circ{C}$ after the drawing, the crystallinity, the crystallite size, the orientation, and the strength increased with increasing temperature, but the shrinkage and the maximum thermal stress decreased with increasing temperature.

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Taming of large diameter triaxial setup

  • Nair, Asha M.;Madhavi Latha, G.
    • Geomechanics and Engineering
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    • v.4 no.4
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    • pp.251-262
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    • 2012
  • Triaxial tests are essential to estimate the shear strength properties of the soil or rock. Normally triaxial tests are carried out on samples of 38 mm diameter and 76 mm height. Granular materials, predominantly used in base/sub-base construction of pavements or in railways have size range of 60-75 mm. Determination of shear strength parameters of those materials can be made possible only through triaxial tests on large diameter samples. This paper describes a large diameter cyclic triaxial testing facility set up in the Geotechnical Engineering lab of Indian Institute of Science. This setup consists of 100 kN capacity dynamic loading frame, which facilitates testing of samples of up to 300 mm diameter and 600 mm height. The loading ram can be actuated up to a maximum frequency of 10 Hz, with maximum amplitude of 100 mm. The setup is capable of carrying out static as well as dynamic triaxial tests under isotropic, anisotropic conditions with a maximum confining pressure of 1 MPa. Working with this setup is a difficult task because of the size of the sample. In this paper, a detailed discussion on the various problems encountered during the initial testing using the equipment, the ideas and solutions adopted to solve them are presented. Pilot experiments on granular sub-base material of 53 mm down size are also presented.

Residual Mechanical Properties of Ultra High Strength Concrete with Aggregate Factor (골재요인에 따른 초고강도 콘크리트의 잔존역학적 특성)

  • Lee, Hee-Kwang;Kim, Gyu-Yong;Lee, Tae-Gyu;Nam, Jeong-Soo;Koo, Kyung-Mo;Youn, Yong-Sang
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2011.11a
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    • pp.211-212
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    • 2011
  • It was very important to evaluate concrete experimentally at elevated temperature because concrete was filled with aggregate of concrete volume about 70 percent. Concrete exposure to high temperatures produces changes in its internal structure, for instance loss of its strength and deformation capacity, in extreme cases risking the service life of the structure. The work of this paper is performed to evaluate the thermal behavior of ultra-high strength concrete having different water to cement ratio (strength), fine aggregate to aggregate ratio and maximum size of coarse aggregate. For exposure to 500℃ during 1 hour, residual mechanical properties of the ultra-high strength concrete decreased as the s/a ratio decreases and the maximum size of coarse aggregate increases.

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